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0010 BOSUN'S WAY - Health
10 BOSIJN'Sr'WAY larstons Mills 046 - 120 TOWN OF BARNSTABLE ' l LOCATION ® & ,jN S lA-A A , SEWAGE# 1 P J 9 ,�!p'J VILLAGE rAf 5,60 S M;I Y ASSESSOR'S MAP&PARCEL i- o, INSTALLER'S NAME&PHONE NO. RCvW4 6.4QC e0•_Lvc. SO$ri132-os 0 rµ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 2 5-60 610rvlyg/1 (size) L4' a(- Sk'11e11 NO.OF BEDROOMS 3 I. pp tir. OWNER MAJ-- PERMIT DATE: (®1'Z1 lq COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 _Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 1 300 feet of leaching facility) 4Q 1✓fir Feet FURNISHED BY (Z06 ®uf M. A-3 28 3 ® 6m Z ' 33 3 (3-3 .31-I0 3 5 ,G Town of Barnstable WE r Inspectional Services,, 4 Public Health Division °6:1' �� Thomas McKean,Director h`aa 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Zzwo Sewage Permit# ol0/'- Assessor's MaplParcel —44 Designer: i ft A - i f A-AS P Installer: Address: Z)3 &-A U Address: meal lJI- & arms qA L� �1 OWYs— On lo f N' ZG- - as issued a permit to install a {d e) (installer) septic system at S based on a design drawn by (address) dated �'i (designer) 1/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built designer to follow. Strip out(if required) was inspected and the soils were found sati story. I certify that t stem referenced above was constructed in c like with the to rms of the I1A appr a ers (if applicable) N' (Ins is ture) ;. (Designer's Signature) (Affix Designer's S to Her ) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoaldepiAIHEALTHISEWER connect4SEPSIODesigner Certification Form Rev&14-13.DOC MAP 46 PCL. 119 O \ � 4 5 Io. LOT 16 y 23,667f S.F. (0.54t AC.) `P' 71. MAP 32 0 PCL 17 9 A0 n . o c oOGyy y bus Sa A A MAP 46 PGL. 121 �00 5� CERTIFIED PLOT PLAN LOCUS : 10 BOSUN'S WAY BARNSTABLE (MARSTONS MILLS), MA REF PLAN BOOK 273 PAGE 22 s PLAN PREPARED FOR, MATT & HEATHER CHILDS MARr--STJR, c.36ss9, SCALE-- 1"=40' DATE 3f 11/262fl .� ASSESSORS MAP: 46 PARCEL 120 DATE R ND SURV OR I HEREBY CERTIFY THAT THE STRUCTURE DEMAREST LAND SURVEYING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND: AS SHOWN HEREON. 338 MAYFAIR ROAD SOUTH DENNIS, MA FILE=19023C.DWG 508-364-9049 i ACCESS COVERS MUST BE WITHIN 9'MIN/MUM, INVERT ELEVATIONS: DESIGN CR l TER l A: GENERAL NO TES: 6'OF FINISH GRATE /3'MAXIMUM COVER v /OJ.O FIRS( i0 !/// INVERT AT BUILDING: I00.0 DESIGN FLOW.: BE LEVEL MIN I'OF PEASTONE INVERT IN SEPTIC TANK: 99.6 J BEDROOMS AT 110 G.P.D. PER 1. THIS PLAN/S FOR THE DESIGN AND CONSTRUCTION OR FILTER FABRIC INVERT OUT SEPTIC TANK: 99.J5 BEDROOM EOUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. .x v r J/<. - l I/2'Dlq INVERT IN D/ST. BOX: 99.21 0100!0 ;� 99.JS 99.1 M DOUBLE WASHED STONE INVERT OUT DISC. BON: 99./ NO GARBAGE GRINDER 2. VERTICAL DATUM/S ASSUMED. FOR BENCH MARKS 2' !• SET. SEE SITE PLAN. 99.6 99.27 99.0 2 97.0 INVERT IN LEACH CHAMBER: 99.0 J OUTLET BOTTOM OF LEACH CHAMBER: 97.0 SEPTIC TANK REOU/RED: 2-500 GAL LEACHING CHAMBERS JJO G.P.D. X 200% 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND D-BOX W/4'STONE AROUND. 12.8'>r 25'1 +2'd ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. NA/NTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL H-20 OBSERVED GROUND WATER: MIA CONFORM i0 M455. D.E.P. TI iLE 5 AND LOCAL SEPTIC TANK 6-CRUSHED STONE OR BOTTOM OF TEST HOLE.4: 88.5 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. N COMPACTED BASE DESIGN PERC RATE(5 MIN/INCH PROF l L E:NO r 7-0 SCALE SOIL TEXTURAL CLASS • / 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE • 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 330 GPD/0.74 GPD/SF •446 S.F. REOU/RED THAN J IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 2-500 GAL LEACHING CHAMBERS W/4 STONE AROUND. A-471 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40.PVC OR 471 S.F. x 0.74 348 G.P.D. APPROVED EQUAL. o - -- SOIL TEST PIT DA 7Am 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. iCOL t rlox _� Euxovi rER BOTH SHALL BE WATERTIGHT, 0-BOX SHALL BE WATER JESTED FOR LEVEL WHEN THERE/S MORE THAN ONE ,7�E ry•1 v.lsr4s r OUTLET. - rNR11o'NCAL. lol.s o l o /o to/.s 7, BEFORE CONSTRUCTION CALL "DIG-SAFE-. x/o O2.512 1nvD I-688-DIG-54FE AND THE LOCAL WATER DEPT. i --- - 1o1.a 2 --- - lo1.a FOR LOCATION OF UNDERGROUND U7/L I it ES. o \ \ 11 nn.ne s - - -- - 101.1 12 -- 144.5 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE _ B DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION . 11,\ \ \ \ rQ\ a xo E I 1 I I \ I I It I to ............... OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE sexow T.. Cl sexn 7/. CONSTRUCTION INSPECTIONS. ; 1` 9. ALL UNSUITABLE MATERIAL (A A B HORIZONS) L O T 'II 6 I I ENCOUNTERED BELOW THE INVERT OF THE LEACHING I \ % II - FACILITY TO BE REMOVED FOR A 0/STANCE OF 5 I ' I I 1 2J.667' 6.F. n1\\ I 5// / I I 1p .a rER s 120 n1 5 AROUND AND REPLACED WITH SAND IN ACCORDANCE I I I I I \ I \ \'$ WITH TITLE 5. I 1 •a o s o 1zo rExnge cot R 10. NO DETERMINATION HAS BEEN MADE AS TO 12 / oeOexlc Sno >e.a COMPLIANCE WITH DEED RESTRICTIONS OR ZONING I ! I I 'I I \\ \\\ �•1 \`\ \ ' _ �__/ /IOE/ 0 D r.s/r REGULATIONS. I SHALL REMAIN THE CLIENTS --............. ro1.a + --------------- RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL 5`'j.`6 `\I 1 ' I - T ExISTIMe YelvE•r T Q-- Y- roo.v 7 Q PERMITS. VARIANCES ETC. FOR THIS PROJECT. I 1 i i \0 S I II c ;-I�_�/_ =c�/oN - B OARSE B u�MSE 11. IF SHALL REMAIN THE CLIENT'S RESPONSIBILITY ---- -\`\\\ 2T' --- suv- -- 11.1 21 ---- --- - >s.s O HAVE ED TO ACCOUNT F AV THE PROPOSED BUILDING DI NG FOUNDATION GRADE D 1- ` I �_ se --- --- - as.e .e AND SOIL CONDITIONS AT THE LOCATION OF THE I i / a e - `\\\\1 11\ '\ C2 PROPOSED BUILDING. ` '� o \I n•\ '.`I `�' '.i Tv.® i / /.R�{oN - __' _ _- _ i1 ' 8�i I\ II ` '� 1 I i Ira .1.e 12o ee.s `\ \ \ 1 I ` ' 1 I I ttI I D•rE 10 'q - -- S l TE PLAN OF L_ANE) l 0 BOSUN S WAY. MAP 46 PARCEL 120 4 ' BARNS TABL_ E . (MARSTONS MILLS ) MA _- ! PREPARED FOR i - �D�D1`S rl LEGEND CLOTHS / __ %5.55 MATT & HEA THER CH l L D S ■CB CONLRE TE BOUND -W- WATER LINE P� O HYDRANT SCALE I - 20 MAY IS . 20 19 scan E s /� _ - -G- I/NF OVER HEAD STEPHEN A HAAS > PE • I.�- _ 'I (( U. _OHW- OVER P LIGHT POSJwI RES UNDERGROUND ELECTRIC LINE 2 e w 9 3 C r o r+v a w R o o d P .1� 8 -7- UNDERGROUND TELEPHONE LINE = El r s t e r 8 367 MA 0 2 6 3 l -Crv- UNDERGROUND CABLEVISION LINE ��•'i���11Ili (50 ) -'I 69 t `\ }40.4 SPOT ELEVATION LOCUS MAP 0 /O 20 40 ..._.-40-_.._ EXISTING CONTOUR (d"ol PROPOSED CONTOUR JOB NO: 19-002 TOWN OF BARNSTABLE LOCATION 10 u S-iN S W IA,A SEWAGE# 2to19-q01 VILLAGE MArS6j 5 M.II S ASSESSOR'S MAP&PARCEL O INSTALLER'S NAME&PHONE NO. g4W4 g 4QC Cfl•1nK. SEPTIC TANK CAPACITY t Soo LEACHING FACILITY:(type) 2. 5'00 GA dndr 6d (size) L(� ae- Ste, NO.OF BEDROOMS 3 OWNER MA-I j Cj,�l S PERMIT DATE: 0(ZII I9 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �7 s� —Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N Feet FURNISIE BY tab ©u< 0 A-1 - 2S13f1 ' e A-2 _ 2,11 -(0 &„1- Z j R-3 - ZB1 '3" ® 33'3" �^,k ,3 !f 01 (3_3.37L IIt 3 6�1 No. SON— Fee J � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for Mispo8al *pstrm Construction Permit Application for a Permit to Construct(�./Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No./o&jj t,pj�_&)ay HQYS{MS HI)IS Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 pa#$46ti*Y Cjj j jds /O 6WMS V)AY�*KjjAH(II I taller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. I"+jS W''cP/&Ke 3 wA 3+0 e1'I CtQs ag h vir Type of Building: Dwelling No.of Bedrooms Lot Size a ,f —sq.ft. Garbage Grinder(©) Other Type of Building e1LJ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 220 0 gpd Design flow provided -&36 gpd Plan Date '\��\q Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �� ���exy) Date last inspected: Agreement: The undersigned agrees to ensure the const cti d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the viro a de and not to place the system in operation until a Certificate of Compliance has been issued by this Board o eal L Signed Date q ( Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �O(�''J �C Date Issued fV j_(7 x* # No. /a- Feed / d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS ,. Zipplication for Disposal �pstrm Construction Permit Application for a Permit to Construct(,)/Repair( ) Upgrade( ) Abandon( ) U&omplete System ❑Individual Components Location Address or Lot No.w 64 jug ox-t( V4q}�S pjj)'S Owner's Name,Address,and Tel.No. i Assessor'.Map/Parcel' ( -� $ >Y -M 60S'Un t UW/ HO VY414 M Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size �r —sq.ft. Garbage Grinder Q)) Cther Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Desiih Flow(min.required) '�`2� gpd Design flow provided gpd Plan 'Date Number of sheets i Revision Date Title Size of SV�tic Tank Type of S.A.S. r Description of Soil r Nature of Repairs or Alterations(Answer when applicable) Ad QY•Y-1 f Date last inspected: Agreement; The undersigned agrees to ensure the coZormieZok�PCVZI ct gn dmaintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Erie and not to place the system n operatiori Atil�Cdr@Yc-dte of Compliance.has been issued by this Board o r ealth Signed `?"? / .� t 'D to Application Approved by 1' Date� 4'�t-f ..fir" Application Disapproved by F ( i. _?Date for the following reasons - A•^ -^ �%ff;, Permit No yl f0 Date Issueld J (- ----------------------------------------------- E - ;. - . � r THE COMMONWEALTH OF MASSACHUSETTS -y BARNSTABLE,MASSACHLTSETTS �f Certificate of Compliance • THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded Abandoned )by 12�1 uc_ - CI f h- ~TN_)c at=h ('j��'�C�� L��r��.,,_ has been constructed in accordance with the provisions of Title 5 and the for Disposal,System Construction Permit No. dot 9- qr,}2- dated lo.-.2_t Installer� ^.h�' ( l; �Y (cf"�. "� .�C DesignerT P C1 Cn Ci,C #bedrooms Approved de ign flow �j U gpd The issuance of this permit shall not be construed as a guarantee that the system will function as est ed. gra Date _. r�' Do. � --� Inspector AL", ------------------------------------`-------------------------------------------------------------------------------------------------- No. IVQ-�jl)-- Fee 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit nh Permission is hereby granted to Construct Repair( ) Upgrade(, ) Abandon( .) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. f aAg Provided:Construction must be completed within three years of the date of this permi '�i Date (J'1-(`! Approved by < � " is _: j"a1 Town of Barnstable P# /S-17-65S F1HE Tp� do D:�partment of Regulatory Services BABxSTABLE, Public Health Division Date � 3 Y MASS. 1639. �0 200 Main Street,Hyannis MA 02601 Cr a ABED MA't A `i Y Date Scheduled 40 Time G Fee Pd. llooljq r,7 SoilSuitability Assessment for S e Disposal �� r Performed By: Witnessed B y LOCAI'lON & GENERAL INFORMATION Location Address 10 BOSun'S Way Owner's Name .Sylvan Lane Realty Trust Marston's Mills,MA James H.Crocker,Jr.,Trustee Address 68 Wianno Ave,Osterville,MA Assessor's Map/Parcel: 046/120 Engineer's Name Baxter Nye Engineering NEW CONSTRUCTION X REPAIR Telephone# (508)771-7502 Land Use E u ibfZJ#SL- \IAGft1g� Slopes(%) 0'D Surface Stones Distances from: Open Water Body_ ft Possible Wet Area ft Drinking Water Well ft. Drainage Way ft Property Line 2 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) "` 7 � Depth to Bedrock Depth to Groundwater: Standing Water in Hole: O r-e_ Weeping from Pit Face Estimated Seasonal High Groundwater AD _. DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level . „ PERCOLATION TEST Date Tlme Yl!� Observation Hole# _ Time at 9" . u / Depth of Pere _�b Time at 6" Start Pre-soak Time @ � l Time(9"-6") End Pre-soak Rate Min./Inch <zt i k Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) r� Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC n }�f DEEP''OBSERVATION::HOLE Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) (DA&'ArL �yf�2�s�Z tJo>nt ^S`2ou Q (orb lower i"I "f'--AD f DEEP OBSERVATION:HOLE"LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) N0,� `L^\Z� L e1kr�►y 5 � 2,�\Ak 5') o�L �L�otl Cog�4 �le���,5r�nt� is�IRS�B ►�T-c.- �o DEEP OBSERVATION;HOLE„LOG Hole IT . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) " DEEP OBSERVATION HOLE LOG " Hole _.... , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) D' Z� e n 6L Z V� 2 2., LoPSm tb h0-%<.- Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary 'No- Yes' Within 100 year flood boundary No Yes Depth of Naturally Occurrin>,Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for tlie.soil absorption system? —L� If not,what is the depth of naturally occurring pe viol us material? Certification I certify that on 0 (date)I.have passed the soil evaluator examination approved by the Department of viron ental Protection and that the above analysis was performed by me consistent with the required jailing, expertise and experience described in 310 CMR 15.017. SignatureA Date F O t �� Q:\SEPTIC\PERCFORM.DOC r _1 - ACCESS COVERS MUST BE WITHIN 9- MINIMUM. INVERT ELEVATIONS : DESIGN CR I TER I A : GENERAL NO TES : 6"16F,F1NISH GRADE 1l -I.U-MA COVER - INVERTIdT BUILDING: 100.0 t 103.0 FIRST 2' TO DESIGN FLOW: MIN 2. OF PEASTONE INVERT IN SEPTIC TANK: 99.6 3 BEDROOMS AT I10 G.P.D. PER I. THIS PLAN 15 FOR THE DESIGN AND CONSTRUCT/ON -h BE LEVEL 1'av OR FILTER FABRIC INVERT.OUT SEPTIC TANK: 99.35 BEDROOM£DUALS JJO G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. .'D/dY PIPE 3/4' - l I72- DIA. INVERT /N DIST. BOX: 99.27 ./00.0 � 99.35 99.1 7' �= DOUBLE WASHED STONE INVERT OUT DIST. BOX: 99./ NO GARBAGE GRINDER 2 SET. SEE VERTICAL SITEMPLAN IS ASSUMEO. FOR BENCH MARKS 99.6 BA' 99.27 a o gg_0 97.0 INVERT IN LEACH CHAMBER: 99.0 j--d- BAPELE � � SEPTIC TANK REOUIRED: 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 97.0 3JO G.P.D. X 200x - 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS ANDwwlim S _ D-BOX WI4' STONE AROUND. 12.8'. x 25'1 x 2'd ADJUSTED GROUND WATER: NIA SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL H-20 OBSERVED GROUND WATER: NIA CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL I �' N 'SEPTIC TANK 6- CRUSHED STONE OR SOIL ABSORPTION SYSTEM REOUIRED: BOARD OF HEALTH REGULATIONS.COMPACTED BASE BOTTOM OF TEST HOLE •4 88.5 DESIGN PERC RATE C 5 MINIINCH PROF I L E:NOT TO SCALE SOIL TEXTURAL CLASS - I 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER .yt EFFLUENT LOADING RATE - 0.74 GPDISF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER - 330 GPD / 0.74 GPDISF - 446 S.F. REOUIRED THAN 3" IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 2-500 GAL LEACHING CHAMBERS - W14" STONE AROUND. A-47I S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 471 S.F. x 0.74 - J48 G.P.O. APPROVED EOUAL. SOIL TEST PIT DATAs 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. INDICATES IW,Cd TEs BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER PERCOLATION OBSERVED ca0u/mrl r£a TESTED FOR LEVEL WHEN THERE 15 MORE THAN ONE ry.1 1•15785 ry.I OUTLET. 0. HORIZON TEXTURE COLOR /OI.S O- NOR.IZON TEXTURE COLOR IOI.S 7. BEFORE CONSTRUCTION CALL -DIG-SAFE-. \ ` ORGANIC SYR ORGANIC SYR \ \ I I \ • ,\. ^\ ` \ \\ `q \ \ \ \ 888-DIG-SAFE AND THE LOCAL WATER DEPT. 1\/ r ------------2.5/I I.51I 1- ---LOAMY 2.51 1m.3 2- --------------- 101.5 FOR LOCATION OF UNDERGROUND U T I L I TIES. LOAMY 5/1 BY. CENTER BASIN 'Q SING I A SAND 5// --------------- 101./ ------------- - 100.5 1 1 1 11 1 1 I \\ \ \ \ \ \ \ ` \ \ `� \ 1 Y• 5' 1z B. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE COARSE 7.SYR COARSE 7.SYR I I , 1 1 1 1 \ \` \\ \ \\ m \ \ I \\ \1 11 B SAND 5/e B SAND $/9 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 1, i 1 I I I 1 I \ \ \ \ \ 1 \ \ I Q IO' --------------- 99.8 30' ------ -----•-- 99.0 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE Cl MEDIW IDYR Cl MEDIW IOYR CONSTRUCTION INSPECTIONS. SAND 7/4 SAND 9. ALL UNSUITABLE M4 TER lAL fd 6 B HORIZONS) 1 II y I 1 1 \ .\ \ 1 0 / / / r ENCOUNTERED BELOW THE INVERT OF THE LEACHING s 1 LOT 116 \ \ '+� \ 1\ \ qb / / ; 1 1 FACILITY TO BE REMOVED FOR A DISTANCE OF 5' I I 1 1 23.667' 6.F. \ - \\ \ / / .4 \ / 1z0' NO TER 91.5 120' NO YATER 91.5 AROUND AND REPLACED WITH SAND IN ACCORDANCE 1 \ \\ o WITH TITLE 5. 0 I I 4 1 \ \ \ / / / Tv•J ry•. 10. NO DETERMINATION HAS BEEN MADE AS TO HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 98.5 O' IOI.S O' D oRcdN/C 5ra 0 ORGANIC sra COMPLIANCE WITH DEED RESTRICTIONS OR ZONING I.5II 2.5/1 REGULATIONS. IT SHALL REMAIN THE CLIENTS Bi/vE+'Av I --- ---LOdur--- I.sr--- 101.J 2 -- ------ 1.Sr--- 98.3 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL codwr EYI STING f> / A SING Sn 'Q SAND SIl PERMITS. VARIANCES ETC. FOR THIS PROJECT. 3. I 7- - ------- -- 100.9 7' ------- - --- 97.9 4 \ ----E�/qH COARSE 7.5YR COARSE 7.51. B SAND SIB B SAND 5/8 II. /T SHALL REMAIN THE CLIENT'S RESPONSIBILITY ------"------- 96.5 TO HAVE THE PROPOSED BUILDING FOUNDATION ' ___ ------ __- _ \ \ ` \ NED IW 2.SY YED/UI IOYR - _ C/ SAND c/. ' C/ sdwD 7/e DESIGNED TO ACCOUNT FOR THE EXISTING GRADE __ / � � 1 I �,•^, 1 I / \\ \ __ _ _ \\\\\\ \ \I 1 1\ BB --- 10- 95.e /B AND SOIL CONDITIONS AT THE LOCATION OF THE SA,DC2 wD' ---7/. wE PROPOSED BUILDING. No I _98-_ /I0' NO WA iER 9/.5 120' NO WATER B8.5 Od lE: 10/1/10I8 1(�)' I o I TEST BY:BAXTER A NYE ./TNESSED BY:DONALD DESMARAIS 1500 GALL \1E11/C TANK\ PERC RATE: r I MINIINCH 11.4 \ 1 2\500 CALLOJ� - \ Z LtACHINO CHd1,BENS STONE S l TE PLAN OF LA /V� CENTER BASIN EL•/OB.IB 10 BOSUN S WAY . MAP 46 PARCEL 120 BARNS TABLE ..CMARS7TONS MI LLS ) MA PREPARED FOR : ' \po '15 LEGEND LOCUS / = 955 MATT HEA _HE R CH l L L) S +oao� \ ♦° �j0: \oi,.��\ - 'i5 OcB CONCRETE BOUND SCA I -' - 0 MAY l S 20 / 9 PF?5\ \+P� _ //�\°�`�` // ♦� _W-- WATER LINE L E 2 HYDRANT SCHOOL ST -G- GAS LINE TEPHEN OHW- OVER HEAD WIRES S A HP.AS FPE LIGHT POST Qo V �- UNDERGROUND ELECTRIC LINE 2 9 3 C r o n v i e w Roo d Brewster - KAA 02631 e -T- UNDERGROUND TELEPHONE LINE / I\ iP/vER RD -LTV- UNDERGROUND CABLEVIS/ON LINE +40.4 SPOT ELEVATION EX15TING CONTOUR r�l LOCUS MAP 0 10 20 40 r4O PROPOSED CONTOUR JOB NO: 19-002 1` HUNTING ON HOMES9 INC. STATE OF MASSACHUSETTS CHILDS RESIDENCE WWW.HUNTINGTONHOMESVT.COM HHI PROJECT NUMBER; #10179 344 FASSETT RD, EAST MONTPELIER, VT / TELE; (802) 479-3625 GENERAL NOTES: ENERGY CONSERVATION: FAX; (802) 479-0575 PERMIT SUBMISSION COVER PAGE ICE PROTECTION TO RUN FROM THE EAVE'S ENERGY COMPLIANCE WILL BE CALCULATED EDGE TO A POINT 24" INSIDE THE EXTERIOR USING THE RESCHECK PROGRAM. BUILDER PURCHASER: MATHEW CHILDS WALL LINE THIS COVER SHEET IS FOR A SPECIFIC HOUSE WHICH IS UTILIZING THE ICE PROTECTION TO RUN FROM THE EAVE'S SEE ATTACHED PROJECT SITE: 10 BOSUNS WAY _ SYSTEM DRAWINGS ON FILE WITH THE STATE OF MASSACHUSETTS AND MARSTONS MILLS, MA 02648 PFS CORPORATION. THE PFS (THIRD PARTY ELECTRONIC STAMP.VERIFIES THAT WINDOW OPENINGS THAT ARE LESS THAN 2-4" PER THE BBRS THE ENERGY CALCULATIONS HAVE THIS PROJECT IS IN COMPLIANCE WITH THE APPROVED SYSTEM DRAWINGS. ABOVE FINISHED FLOOR , SHALL HAVE FALL BEEN DONE TO THE 2015 IECC HEIGHT OF BUILDING: 24' PROTECTION DEVICES PROVIDED B/O. PER 2015 IRC SECTION R312.2 BLOWER DOOR TEST TO BE PERFORMED ON SITE NUMBER OF STORIES: 2 SITE BUILT CHIMNEYS SHALL BE BUILT TO COMPLY BY CERTIFIED PROFESSIONAL TO COMPLY WITH SUBMISSION INDEX WITH 2O15 IRC CHAPTER 10 AND SHALL BE INSPECTED 2015 IECC SECTION R402.4.1.2 USE GROUP: RESIDENTIAL 142 FAMILY DWELLING (R3) ON SITE BY LOCAL BUILDING OFFICIALS DUCT SEALING REQUIREMENTS DICTATED BY CONSTRUCTION TYPE: WOOD CONSTRUCTION - UNPROTECTED NB) ELECTRICAL: 2015 IECC SECTION R403.2.2 AND ARE OUTSIDE OF THE BUILDING ENVELOPE, ARE TO BE FIRE SUPPRESSION: N/A SHEET DESCRIPTION ISSUED REVISION REVISION COMPLETED ON SITE BY OTHERS LIGHTS IN WET LOCATIONS ARE SUITABLE FOR SQUARE FT PER FLOOR N0. 7/10/2019 DATE DATE WET LOCATIONS WHOLE HOUSE VENTILATION SYSTEMS TO BE DESIGNED, INSTALLED 4 TESTED BY OTHERS FIRST FLOOR 884 SF CS-1 COVERS SHEET X EXTERIOR RECEPTACLES ARE GFI W/ WATER—PROOF COVERS. TO COMPLY WITH 2O15 IECC SECTION 403.5 SECOND FLOOR 05 SF G-1 GENERAL NOTES & SCHEDULES X ALL ELECTRICAL CIRCUITS MUST BE TESTED IN THE THERMAL BYPASS WILL BE IN ACCORDANCE THIRD FLOOR NA FACTORY PRIOR TO SHIPPING MODULES WITH THE 2015 IECC TABLE R402.4.1.1 BASEMENT 881 SF EL-1 FRONT ELEVATION X BASEMENT LIGHT AND SWITCH TO BE TESTED IN FACTORY AND WIRED TO A CIRCUIT ONSITE BY A MA BUILDING VOLUME N/A EL-2 RIGHT ELEVATION X LICENSED ELECTRICIAN AND APPROVED BY THE LOCAL FIRE ALARM: ( CUBIC FEET ) BUILDING OFFICIAL SMOKE .DETECTOR CIRCUIT IS STUBBED TO THE DESIGN OCCUPANT LOAD EL-3 LEFT ELEVATION X SITE WORK BASEMENT FOR SITE INSTALLATION OF THE 1560 / 200 _ 8 BASEMENT SMOKE DETECTOR(S). POWER TO THE EL-4 REAR ELEVATION Y ALL WORK PERFORMED ON SITE, WHETHER BY SMOKE DETECTORS IS TO BE SUPPLIED FROM TOTAL SQ FT / SQ FT PER OCC. TOTAL OCCUPANT LOAD SET CREW OR OTHER'SUBCONTRACTORS SHALL BE LIGHTING CIRCUIT IN ACCORDANCE WITH STATE FO-I FOUNDATION LAYOUT (13/0) X COMPLETED UNDER SUPERVISION OF MASS LICENSED AND LOCAL CODES. PHOTOELECTRIC TYPE CHIMNEY TYPE: B/O CONTRACTOR. SMOKE ALARMS ARE PROVIDED AS LISTED IN HEATING SYSTEM TYPE FUEL: B/0 A-1 FIRST FLOOR PLAN X ALL SITE WORK SUCH AS FOUNDATIONS, GARAGES, ACCORDANCE WITH UL 21'1 OR UL 268. I BASEMENT BEAMS. EXTERIOR STAIRS t DECKS, MINIMUM BUILDING SET BACK FROM LOT LINE: A-2 SECOND FLOOR PLAN X ETC., ARE TO BE ENGINEERED BY OTHERS..ALL WIND BORNE DEBRIS CODE COMPLIANCE INSPECTIONS ARE TO BE DONE 0 HR EXT. WALL 10'-0" i FROM LOT LINE SEC-1 BUILDING SECTION X BY THE LOCAL INSPECTION AUTHORITIES. WIND BORNE DEBRIS ZONE ITEMS ARE TO BE TOILETS TO BE LOW VOLUME — 1.5 GALLON A 48 HOUR NOTIFICATION IS REQUIRED PRIOR TO ADDRESSED ON SITE B/O E-1 FIRST FLOOR ELEC PLAN X THE SET. THE CSL OF RECORD WILL RELAY THIS REQUIRED DESIGNED TO THE LOCAL BUILDING AUTHORITY. IF ANY CERTIFICATION INFORMATION DESIGNED LIVE LOADS: BY CODE E-2 SECOND FLOOR ELEC PLAN X CONNECTIONS HAVE BEEN CONCEALED PRIOR TO INSPECTION, THE BUILDING OFFICIAL MAY REQUEST MANUFACTURING FACILITY: P-1 PLUMBING DETAILS X HAVING THE REMOVAL OF ELEMENTS THAT ROOF LIVE LOAD GSL ASD 30PSF 25PSF 30PSF 25PSF CONCEAL THE,CONNECTIONS TO PROVIDE 344 FASSETT RD. ACCESS. THIS WOULD NOT CONSTITUTE EAST MONTPELIER, VT FLOOR: 1ST FLOOR — LIVING SPACES 40 PSF 40 PSF P-2 PLUMBING DETAILS X DESTRUCTIVE DISASSEMBLY. ALL CONNECTIONS THIRD PARTY INSP. AGENCY: ON SITE MUST BE INSPECTED BY THE LOCAL PFS CORPORATION FLOOR: 2ND FLOOR — SLEEPING SPACES 3O PSF 30 PSF AUTHORITY. 2877 SKATETOWN ROAD CORRIDORS 40 PSF 40 PSF BLOOMSBURG, PA ADDITIONS TO EXISTING STRUCTURES: TEL. (570) 784-8396 STAIRS 40 PSF 40 PSF A TPIA #02 EXP. DATE 11 M -1-2019 THIS BUILDING SHALL NOT BE USED AS AN BALCONIES EXTERIOR DECKS 60 PSF 60 PSF MISCELLANEOUS DOCUMENTS: (8 1/2" X 11" FORMAT) ADDITION TO ANOTHER BUILDING IF IT WILL DOWN CERTIFICATIONS: GRADE THE CONSTRUCTION TYPE, OR REDUCE MA CERTIFICATION # MC-083 WIND SPEED EXPOSURE CATAGORY B B THE OPEN PERIMETER, OR IN ANY OTHER WAY WIND SPEED Vult 140 MPH 140 MPH LETTER OF TRANSMITTAL 1 PAGES JEOPARDIZE LIFE SAFETY FEATURES OF THE EXPIRATION DATE 04-30-2020 EXISTING BUILDING. WIND SPEED "ASD" 108 MPH 108 MPH SITE LOCATION PLAN / DETAIL PLOT PLAN / INSTALLER CERTS 3 PAGES SITE CONDITIONS & LIMITATIONS: . MODULE LABELS; RES-CHECK 2015 IECC 10 PAGES LABEL REQUIREMENTS: SPECIAL USE PROVISIONS, BUILDING SET BACKS PFS LABELS = (1) PER MODULE AS SHOWN ON PLANS HHI STRUCTURAL CHECKLIST 12 PAGES AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY STATE LABELS = (1) PER MODULE AS SHOWN ON PLANS DRAWING NUMBER; CS-1 OF LOCAL BUILDING CONTRACTOR. DATA PLATE LOCATION: KITCHEN SINK BASE FOR EACH UNIT WFCM NAILING SCHEDULE 3.1 1 PAGES MASSACHUSETTS REQUIRES A 5'-0" ,LOT LINE LABEL LOCATIONS: SETBACK FOR O HR RATED WALL SYSTEMS. STRUCALC STRUCTURAL REPORT 4 PAGES STATE I PFS LABEL- KITCHEN SINK BASE - MODULE IA) PFS.CORPORATION SITE CONNECTION DETAILS 13 PAGES APPLICABLE STATE BUILDING CODES: ApprovalLimiteAtoFnctoryBuilfPortinnOnly STATE i PFS LABEL BEDROOM-I- CLOSET - MODULES IB) NA State:.. Massachusetts IN 0$ 11X17 DRAWING PAGES; 14 PAGES MA 1&2 FAMILY DWELLING CODE (780 CMR)-9TH EDITION Signature: 7P,o%/, .�. BOSTON rn MBING CODE (248 CMR) NA Title: Stall Plan Reviewer ''raft 8 NA 7 MA FUEL/GAS/PLU Date: /22/19 TOTAL NUMBER OF PAGES; 58 PAGES 2017 NATIONAL ELECTRICAL CODE W/AMENDMENTS ! L W/ MA AMENDMENTS,2015 INTERNATIONAL EGY MAR TR TOCH CODETION CODE �( ft(Y MASgP NA 3RD PARTY REVIEW SEAL DESIGN AL SEAL WINDOW SCHEDULE Required Egress: 3.4 SF Mass.Double Hung Window Opening WOOD FRAMING t SHEATHING NOTES PROJECT NOTES Manufacturer (SF) Meets (Sf)htArea YentArea(SF) +/-Design No. Number Rough O Area Clear O nin Egress? Li Pressure Ufactor SHGC Remarks NON-STRUCTURAL WALL STUDS TO BE SPF 3(STUD GRADE)OR REFER TO THIS SHEET FOR SCHEDULES - SYMBOLS INCLUDING BETTER,ALL OTHER FRAMING TO BE SPF 42 OR BETTER UNLESS NOTED. WINDOW AND DOOR SCHEDULES A 14 TW2846 2'-101/2"X4'-9" 13.28 5.03 Y 8.98 5.05 30/35 0.29 0.31 Andersen Clad Tilt-Wash Low"E"w/argon ELECTRICAL SYMBOLS ALL FLOOR AND WALL FRAMING AT IVOC UNLESS NOTED OTHERWISE. NATURAL LIGHT AND VENTILATION SCHEDULE B 1 TW2436 2'-6 1/2"X T-9" 9.23 3.28 N 5.73 3.3 30/35 0.29 0.31 Andersen Clad Tilt-Wash Low"E"w/argon ELECTRICAL CIRCUIT SCHEDULE CAPE ROOF FRAMING AT 16"OC. ALL OTHER ROOF FRAMING AT 24"OC ELECTRICAL FEEDER SERVICE LOAD CALCULATION SCHEDULE C 1 C235 4'-01/2"XY-51/2" 13.60 3.6 Y 9.9 9 1 50150 0.28 0.32 1 Andersen Clad Casement Low"E"w/argon UNLESS NOTED, STRUCTURAL HOLD DOWN STRAP CALCULATIONS ALL WOOD FLOOR FRAMING SHALL BE BLOCKED AT MID SPAN, ALL WOOD FRAMING TABLES Total Window Area: 1208.75 1 ROOF STRUTS AND COLLAR TIES LONGER THAN 48" SHALL ALSO BE ETC BLOCKED OR BRACED AT MID SPAN UNLESS NOTED, DOOR SCHEDULE ALL LVL BEAMS ARE 2.0 RIDGELAM BY ROSENBURG FOREST PRODUCTS UNLESS NOTED OTHERWISE, PORCHES TO BE SUPPLIED, OR EQUAL UNLESS NOTED. DESIGNED fl INSTALLED BY OTHERS,'INDEPENDENT OF Manufacturer (SF) (SF) EXTERIOR WALL SHEATHING SHALL BE 1/1C CDX. ALL FLOOR DECKING HHI MODULES. INCLUDING BUT NOT LIMITED TO; No. ON RoughO nin Door Sire L!h Area V n Area U-Factor SHGC Remarks SHALL BE 3/4" ADVANTECH. FASTENING SHALL BE AS SPECIFIED BY RAFTERS, JOISTS, POST AND BEAM SIZES. SPECIES. AWC WFCM 2015 AND THE HHI STRUCTURAL PROJECT CHECKLIST. SUPPORT FOR BOTH UPLIFT AND GRAVITY LOAD 1 1 S2103068 V-2 1/2"x6'-10 1/2" 21.26 3068 0 0 0.14 0.01 ThermatruFiberglassEntry-6Panel REQUIREMENTS. TO BE REVIEWED, INSPECTED AND 2 1 S2622868 2'-10 1/2"x6'-10 1/2" 18.99 2868 5.15 0 0.23 0.10 ThennatruFiberglassEntry-Half Glass LOAD BEARING HEADERS SHALL BE FREE OF SPLICES. APPROVED BY THE LOCAL BUILDING OFFICIAL. 3 1 FWG60611 V-0"X6-11" 40.76 60611 24.86 15.31 0.30 0.27 Andersen 400 Series Clad Gliding Terrace Door REFER TO ELECTRICAL DRAWINGS AND TO Whamn Members column members ulumn Members CDI,m,n Membns THIS SHEET FOR ELECTRICAL INFORMATION Total Door Area: 81.01 HHI2018COLUMNSCHEDULE° aa;100# 20.�,ssw �,ssm n4,ssa us>stm3o RELATED TO THE HHI SUPPLIED MODULES. HHI SHALL Isp40 0 9 (Stud70MGrade) Is311,709) PROVIDE "HOME-RUN" LINES COILED IN APPROPRIATE Client Name: Childs Project 10179 Date: 711012019 LOCATIONS FOR CONNECTION TO-NON-HHI ITEMS SHOWN.- THE PROCUREMENT, DESIGN, PERMITTING AND INSTALLATION OF NON-HHI ELECTRICAL ITEMS 1S TO BE BY OTHERS. FlveStudGIumnso penned;lD/19/ID1e HHI 2019 HEADER SCHEDULE mawnaaelv9nou) REFER TO THE 'S" SERIES DRAWINGS LOCATED WITHIN THE 8.5"XII" PERMIT SUBMISSION FOR ALL SITE CONNECTION AND rum Newt Header Header Heady Header � Header Header Header Head. SITE FASTENING DETAILS. REFER TO THE FLOOR PLANS ILL- N AsOt3so1 W:m (Deco Irlha IAW2 IAW2 M7.W 140.• 14�' 14sur RI13n' AND BUILDING SECTIONS FOR KEYED DETAIL LOCATIONS Electrical Circuit Schedule FEEDER AND SERVICE LOAD CALCULATION: P1.Pd.I dla)I d-.fte 15PM4 ISPPr4 IsPP04 (SrPr4 (SPn4 IWO (WO (1VN (1W (LV4 TSpan L70m SON 3,3000 I= 3" 4,100 3,s000 5,rom 3,3m4 3,1000 REFER TO THIS SHEET, THE.FLOOR PLANS AND CRT NO, USED CIRCWTTYPE BODES BREAKER WIRE FEED fi•span 5500 1,4000 loot 3,25m 4,1004 1,30m 5,0000 1,70m 6AW THE BUILDING SECTIONS FOR ADDITIONAL RELATED 1 x Small Appliance Dining-Outlets 20A 1212 MODEL NAME: Childs 9 span s0m esm _ 3,30m - 5,eam UNIT SERIAL NUMBER: 10179 INFORMATION. 2 x Small Appliance Kitchen-Outlets 20A 12/2 PAWR Header Header Heads, Header Header Header Heaau Hnae Hader a®de 3 x Small Appliance Kitchen-Outlets 20A 1212 I1PIN PD1MLN 1.dk.WI woe u)ad0 (4b10 u)Ld1 M42) 1IWO w9E (RVQ u)1135 14WO First Story Size(sf): 884 ion Poemrsp.mnmled (sPa3) (svPOa (44 M (s300S 2,= uw u9u , A uv 4 x Dishwasher Kitchen 20A 1212 raper mm 4 m Sam y me 35MLM 1,7- 4,s000 3 cop e2000 5 x General Purpose Kitchen/Dining-Lights 20A 12/2 Second Story Size(sf): 675 e5pan _ _ 1fimA 3,o0m z m rsoa„ am0 1am0 6 x Small Appliance Kitchen-Outlets 20A 12/2 Basement Size(sf): 884 7 x Gas Range Kitchen 20A 12/2 ELECTRICAL SERVICE PANEL SIZING: (kW or WA 9 HHI 2019 Roof Strut SCHEDULE 1�am"ease 13/7onole) 8 x Hood Kitchen 20A 12/2 TOTAL FLOORARE:A:. 2443 SF x 3Watt/1000 = 7.329 o,mamm IL.0 4'WO rleno Vwo Tw%M ruro 71.r* 9 x General Purpose Bedroom-1-tightsl0utlets 20A 12/2 ryAuC*S.ft w (41u 1111a4 (1)1a4 UI1a4 III 1111.4 (I)m 10 x General Purpose Hall-2/Smokes-Lights/Outlets 20A 12/2 - eepn"AaaWdeupoaw" (S"I (s M) (SMI) (sPP03) Is A (%F#3) (SM3) 11 x Refrigerator Kitchen 20A 12/2 4 Kitchen Appliance Circuits at 1500 VA/1000 per Circuit - 6 npd o; of of of k ek ae 12: x General Purpose Bedroom-1-Li hts/Outlets 20A 12/2 2 Laundry Circuits at 1500 VA/1000 per Circuit = 3 adng of mm 9 2 Garage Circuits at 1500VA/1000 per Circuit = 3 PFS Corporation 13 x General Purpose Exterior GFI 20A 1212 14 x General Purpose Living-Lights/Outlets 20A 12/2 HHI 2019 KING-STUD SCHEDULE (Wswndnel3non019) Northeast Region 15 x General Purpose Attic 20A 12/2 Standard Appliances, o%-11,d a m xeadr H acts seeder xead H®m Hd. Header Header Header H®de 1 Gas Range 300 Watts = 0.3 PerawcwcM3assew span spm span Span sp. sir span spM span Stan APPROVED 1 Exhaust Hood 300 Watts = 0.3 swmfFdit SN un 12M (3ry (4N (5H) N (M) few left) 11a4 RIM NOTES- xnmbermPd xe�sam tact 1 Refrigerator 500 Watts = 1.5 sae 1 1 3 1 3 1 3 1 3 3 1 3 1 3 , 4 Insulator Staples will be used. 1 Dishwasher: 2400 Watts = 2.4 H Ra lu p - 3 Minimum panel size to be 200 amp for single family detached unless otherwise specified. 1 Clothes Washer. 500 Watts = 0.5 H H 1 2019 BRACED WALL TYPE SCHEDULE n"dens 1/20n019) 7/22/19 1 Clothes Dryer Electric 5000 Watts = 5 7/1suamrw412wmm0 eDH,mM sorAd>Ham M.W umb" M0W.W2e� Mmam m WW uhIq 2 Bathroom Vent Fan(s): 5 Watts = 0.15 u•AOd�an.RW$padq aurwl kmdtraw grp1,.o IjrM WACgaan WSW A*m Switched outlets to be 1/2 switched. etch^ WVSpedne fid0 Spit beena.N.1 bd tMM (w4 A3p URM Nm Approval limited to Type, fi' r - a 436 351 1 Arcffault tars per A TOTAL LOAD: 29.479 Types r T n0 35:1 0.6 Factory Built Portion p P O ELECTRICAL ASHP/HVAC EQUIPMENT: Type01 3' - z 1250 35:1 035 Smoke detector circuit is stubbed to the basement for site installation of the basement smoke detector(s).Power to the smoke detectors is to be supplied from lighting circuit in 1 HVAC-Gas Heating 500 Watts (at 65%) = 0.325 accordance with state and local codes.Photoelectric type smoke alarms are provided as 1 HVAC-Cooling Condenser 1 9600 1 Watts (at 100%) = 9.600 listed in accordance with UL 217 or UL 268. Tamper resistant receptacles per 2017 NEC section 406.12 Calculate Total Electrical Design Load: FIRST 10 kVA of TOTAL LOAD at 100% = 10.000 Required disconnect between meter socket a circuit panel to be provided,installed and REMAINDER of TOTAL LOAD at40%D = 7.792 NATURAL LIGHT AND VENTILATION REQUIREMENTS inspected by Others on site. HVAC EQUIPMENT (Maximum: Heating or Cooling) = 9,600 Rm SIZe Light Nat Light Vent Nat Vent Ceiling boxes to be rated for 50 lb load Design Total(kVA): 27.392 Room Name SF Actual Reauired OK Actual Re uired OK Living/Dining/Kitchen 510.0 1 60.78 40.80 Y 35.51 20.40 Y REQUIRED AMPERAGE [(Design Total/240-Volts)x 1000] = 114.1 Bedroom-1 140.0 1 26.94 1 11.20 1 Y 15.15 5.60 Y INSTALL: Natural Light Requirements=8%of Habitable Floor Space 200 AMP(Minimum),120/240-Volt, SINGLE PHASE, ELECTRICAL SERVICE PANEL. Natural Ventilation Requirements=4%of Habitable Floor Space � � 60W incandescent=800 lumen H T1 `� TI `T�±VT O1T 'tCH 26W fluorescent=1700 lumen HOME S 11A�TI . y0 9W LED=650 lumen l {� DRAWN BY DRAWNG DATE 344 PASS€TT RD, EAST MONTP€LI€R, VERMONT 05651 N . OW CHECKED BY REIASIONS OFFICE (802) 479-3625 FAX (802) 479-0575 BOSTON RG 04/10/19 A Ff, HM ELEC 01/18/2019 CCO�TSTRUCCTRON]P EI[�IU"IC PROJECT: $$ ��-19 �y� T�12 �(j� y HM CONTRACT 5/1/2019 ��� �1 ��-4°�°` SHEET SIZE: 11 x1 7 ebP�' HM PERMIT 1/10/2019 '�1T(tG;.�As SITE LOCATION;MARSTON MILLS.(BARNSTABLE)MA SCALE (� CH IL D S SCHEDULES AND NOTES WIND SPEED(LILT/ASD);190MPH/108MPH 1�4" = DRAWING NO: EXPOSURE CATEGORY:B PROJECT PROFESSIONAL OF RECORD SNOW LOAD(GROUND/ASD); 30PSF/25PSF USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOMES INC 15 STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DWGS\CHILDS.AEC -- i ------------------- „ - ----- 9--0' ---- - PFS Corporation ------------------- 1 Northeast Region — APPROVED CONTINUOUS PERIMETER LOAD ONTO STRUCTURE B/O DESIGN LOAD FROM MODULE(S) ABOVE: GRAVITY'1900PLF/SHEAR 130PLF H:: Raup 3 -------- ---- -- -------- -------- -- ---------- ------ ---------------- ---- 7/22%19 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Approval limited to Factory Built Portion FOUNDATION TO 1'10DULE CONNECTIONS BY G.C. G.C. RESPONSIBLE FOR ALL APPLICABLE PERMITTING fl ENGINEERING FOR ALL FDN TO MODULE CONNECTIONS CONNECTIONS INDICATED ON HHI DOCUMENTS ARE TO BE UTILIZED IN ADDITION TO OR IN CONJUNCTION WITH THE FINAL G C. Q ENGINEERED It PERMITTED FDN It FDN TO l HHI MODULE DESIGN. BSY'T/FDN CONSTRUCTION 2' /2" 9'-0 3/4" 2'-4 3/9" BY G.C. CONC, FDN,FOOTINGS,WALLS,SUP'T COLUMNS BY G C. WINDOWS,DOORS,STAIRS,RAILINGS,INSULATION FINISHES,AND BUILDOUT BY G.C. DBL DBL PERMITTING,ENGINEERING,DESIGN,SUPPLY l W COLUMN INSTALLATION OF THESE ITEMS BY G:C COLUMN Q m1 ------------------- I I I ALL WORK SHALL BE DESIGNED BY DESIGN r PROFESSIONAL(S) LICENSED IN THE STATE. . I II I ' COMPLIANCE WITH ALL .APPLICABLE REGULATORY Q I I I I (98 L5IX9.25"LV1- 22K REQUIREMENTS BY G.C. LW. WORK SHALL BE INSPECTED t APPROVED BY rIOK APPLICABLE BUILDING OFFICIALS. —10 —� K w, "' , 0_ __________ _______ . co ------------------ - - ----- u - - ---- TOP OF COLUMN PAD 0'-0" "Irll'I ~ If)ILL i i ni9,T� �W - FOUNDATION CONSTRUCTION SPECIFICATIONS TOP OF FOOTING 0' 0" I—m I. BASEMENT WINDOW LOCATIONS DETERMINED BY GENERAL CONTRACTOR. Z - 2. BASEMENT WINDOW AREA MUST,EQUAL OR EXCEED 2%OF BASEMENT AREA. 3, ALL FOOTINGS TO 8E DESIGNED FOR LOCAL SOIL BEARING CONDITIONS. O TOP OF CONCRETE WALL T-10" c{1 4. ALL FOUNDATION WALLS REINFORCED FOR LOCAL SOIL CONDITIONS. „ Q W — Q S. ANCHOR BOLTS-USE 5/8"DIAMETER x 10'W/3'x3'd/q'WASHER,LOCATE 12'FROM W W ENDS AND OPENINGS,12'FROM ENDS OF PLATE SECTIONS.MAX.OF 6'-0"O.C.• • w � � OR AS NOTED.BOLTS TO BE EMBEDDED NOT LE55 THAN 8'INTO CONCRETE. W Q .v 1 {'Wr -��'i TOP OF SILL PLATE 8'-1" (W/ DOUBLE PLATE) - DO N07 COUNTER SINK WASHER AND NUT INTO SILL PLATE,USE A SECOND SILL PLATE. i'---------'- 6. ANCHOR STRAPS MAY BE:USED IN LIEU OF BOLTS IF A SINGLE SILL IS DESIRED, W I_: - 1. NOTIFY HUNTINGTON HOMES AS TO WHICH SILL DETAIL 15 BEING USED.ALL �. �W � a------ , SIDING IS INSTALLED BASED ON A DOUBLE PLATE UNLESS OTHERWISE STATED. W W ,Hi TOP OF SLAB 0'-4" 8. ALL FOUNDATION WORK 15 TO BE FIELD ERECTED BY OTHERS IN ACCORDANCE W 0 _wy WITH STATE AND 7 OR LOCAL CODES. I Y 1 9. FOUNDATION DIMENSIONS SUBJECT TO CHANGE.PLEASE VERIFY FOUNDATION UP �Q 1 1 `----- PLAN WITH FLOOR PLAN.' - . 10. FLOOR PLANS ASSUME B'CONCRETE WALLS.NOTIFY HUNTINGTON HOMES IF THICKER WALLS ARE BEING USED,THIS COULD EFFECT CELLAR STAIR MINIMUM Z Z ' , WIDTH. II LALLY COLUMNS TO BE PROVIDED BY OWNER. PLATES TO BE PROVIDED BY Q W; I - - HUNTINGTON HOMES. WELDING OF COLUMNS TO PLATES(IF,NEEDED)BY OTHERS , 34'-0" HUNTINGTON HOMES INC. Iyy O� DRAWN BY DRAWING DATE 344 FASSETT RD, EAST MONTPELIIER, VERMONT 05651 Wow CHECKED BY REVISIONS OFFICE (802) 479-3625 FAX (802) 479-0575 BOSTON RG 04/ /19 PROJECT: # 10179 t-� S. � HM ELEC 09/IB/2019 CONSTRUCTION PERMIT 7 ( ?V) y HM CONTRACT S/1/20 99 SHEET SIZE: 11 x17 HM PERMIT 1/10/2019 M RSTON MILLS,(BARNSTABLE) MA SCALE 2 CHILDS FOUNDATION PLAN WIND RD),BOMPH/108MPH DRAWING NO: I O PROJECT PROFESSIONAL OF RECORD D/ASD); 30PSF/2SPSf 1�4" = 1'-0" u a o u USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOMES INC IS STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DWGS\CHILDS.AEC 26' BWL/20.3' BWP /18% PBWL UPI 26' BWL/ 20.3' BWP / 18%PBWL OII Na; B o GENERAL PROJECT NOTES W,wl AND SCHEDULES ARE ON G-1 „ „ „ „ --------------------------- - w 3BWP/2' 6 0"--------------- - �I 6'-5 3/9° 9'-0 I/2° l'-9 3/4° 1 2'-dl I/2" 4'-4" ------- BWP BWP mll BWP --- _ _ _ EADER PER G-15CHEDUL �� TW$ 1 HEADER PER G-I SCHEDULE I)%2X12(RIM JS�) I I/2° fi KITCHEN #36 U 2XI2(RIM JST) C235 DRAIN 39' BWL /21.5' BWP/ 63%PBWL FWG60611 �I - u o ' i' o FV TEMP �I W2936 I W244 WA2436 O =U B 12'-9" RA N II'-5" i 8'-9 1/2" o� BLS36 i,' BLS 36 BATH-I 51336 W12 36 x J w o 2" LAV DR IN �'1' z W/C VENT m 829 157 - o DINING ------ KITCHEN 1 o m 1 1/2'TUB VENT PFS C --- ---- orporat�on g � •� � � B29 IS1 `•� rn �m — Northeast Region III 2668 2668 APPROVED BD29 9D M H Raup - 3 I' MUDROOM T 7/22/19 296E Approval limited to - --- ------------- - i o szdz Factory Built Portion (4)2X6/ 1 (4)2X9 ; (9)2X4 n a IU 2XIO FLUSH CLG (4)2X9 2668 DN 2668 O o m - - 2668 - - -- 4)2X6/ N 12)21`13-X 925°LVL STATE (6)2X4 SES AC ----------- d - --------------------- PANTRY I m� 2668 INSULATION FOR BASEMENT STAIR o� ENVELOPE B/0 - �z o0 8 p�m z O w , O S�J C4 E3 LIVING_ o�< BEDROOM-I z �y UP o� �o 20'-111/2" 34' BWL/18.5'BWP /54%PBWL 5210 TW2896 TW2896 52I0 TW2896 TW2846 2`P `1 1/ J1/ B P BW0 2'-10 I/2" 3BWP 2" 2'-10 I/2" 3'BWP4"7 3'-2 I/2" 3' 4 1/4 2'-10 1/2" j—3'Bl V2" 2'-10 1/2°�--7W6" -� ------------------------- - - HUNTINGTON 1 y ----------------------------' FL-I:C 1011/20 W NIDOW HT. HOMES, IN C. 344 FASSETT RD, EAST MONTPELiER, VERMON1 05651 DRAWN BY DRAW NG DATE 4, uliECkED by REviSiDNs OFFICE (802) 479-3625 FAX (802) 479-0575 �46 $Q$ZQN 2 RG 04/10/19 PROJECT: $$ 10 17 9 ]11A S. � HM ELEC 04/18/2019 CONSTRUCTION ION IPERbUT 2 7C71 y HM CONTRACT 5/1/2019 �]����° ,�°�°]� SHEET SIZE: )1 x17 PG HM PERMIT 1/10/2019 517E LOCATION; MARSTON MILLS,(BARNSTABLE)MA SCALE CHILDSFIRST FLOOR PLAN EIXPOSUREDCATEGORY;gOMPH/108MPH DRAWING NO: PROJECT PROFESSIONAL OF RECORD SNOW LOAD(GROUND/ASD);3OPSF/25PSF 1�4" USE OF THESE PLANS WITHOUT WRITTEN PERN15SION FROM HUNTINGTON HOMES INC IS STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DWG5\CHIL.DS.AEC 34'-0" GENERAL PROJECT NOTES AND SCHEDULES ARE ON 0-1 3' d" 21'-0' TEMP PFS Corporation TW2896 TW2846 TW2896 Northeast Region ---------- APPROVED � , I 8 ----------- H Rau p - ------ ----8'-3 I/2' --�----------- �------- -- N9" -- ` -3 In -2 BA 7/22/19 0 3" LAV DRAIN 2666 Approval limited to ' ;:WIC WET VENT I I 1 � II - -- - Factory Built Portion. G----y ----' I I/2" TUB 11 i -- o VENT --------_---- _ 4'-11" KNEE WALL 1 f. -'"" _ I 9'-II"KNEE WALL r+ LINEN I \ ___ SLOPE 1 __________ I _____I _ - SLOPE �. 2668 J __. _____ _______ ____ � L -- 2668 2668 -,-- �" AT BEDROOM BEDROOM-3FLAT UNFINISHED SPACE 0 2668 HALL 2668 ALL INSULATION & FINISH SURFACES N THIS LEVEL ARE PROVIDED AND INSTALLED BY OTHERS TO DOOR B/O �,�COMPLY UJ/ APPLICABLE CODES. RB-OIMB = (2)1.5"X9.25"LVL 2068 2666 pN O (2)2X6 ( 1 2X6 (2)2X4 (2) 2X6 v _ ________ ____ I{ AC j •CHASE _ ___ INSULATED ___ - STAIRWELL B/O - � �,--- 2968 UJIC 3 FLAT FLAT FLAT ----.--.---_--- I -_- - -- -�`-t-_ _ _--_- ----------- -- -----G-- SLOPE 6' 8"HEADROOM SLOPE 6'-8"HEADROOM SLOPE _._._.-.-.--.-_._.--.-._.- _ - --. _______________________�, N 4'-11'KNEE WALL 9'A"KNEE WALL 4'-11"KNEE WALL UNFINISHED 2ND FLOOR HUNTINGTON ��p.gAO FL-2: 1-1 I/2 CEILING HT. C-9 1/4" WINDOW HT. HOMES, INC. y J DRAWN BY DRAWING DATE 344 FASSEI f RD, EAST MONTPELIER, VERMONT 05651 f CHECKED BY REVISIONS OFFICE 802 479-3625 FAX 802 479-0575 xg 4 c � c � N . 0648 N R 9 TON G 04/10/I BUS $, HM ELEC 09/18/2019 CC®�TS�"I�t[JQ;1I`H®Y�1PIEll II° PROJECT: $$ 7112 2o) �, � HM CONTRACT 5/1/2 119 SET �P SHEET SIZE: 11 x17 HM PERMIT 1/10/2019 SITE LOCATION:MARSTON MILLS.(BARNSTABLE)MA SCALE WIND SPEED(ULT/ASD):14OMPH/108MPH DRAWING NO: n CHILDS SECOND FLOOR PLAN EXPOSURE CATEGORY: B I PROJECT PROFESSIONAL OF RECORD SNOW LOAD(GROUND/ASD):30P5F/25PSF 1/4 = .1'-0" L J u USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOMES INC IS STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DUGS\CHILDS.AEC HHI MODULES "ABB" SHOP AND SITE FASTENING ROOF FRAMING AT I6" O.C. coNTwuous RIDGE VENT REFER TO THE FOLLOWING DOCUMENTS CONTINUOUS RID HHI FOR PROJECT FASTENING INFORMATION. SUPPLIEINSTALLED B/O HHI STRUCTURAL CHECKLIST 5 L RIPPED STOPS TO WFCM TABLE 3.1 ACCOMMODATE RIDGE TIES SITE CONNECTION DETAILS \ FLOOR PLAN DRAWINGS A-I If A-2 2X TIES I \ \ ?kB p/VOT SCHEDULES DRAWING G-I aF`e h RAFTER ICE AND WATER SHIELD 12 y+ 4 (FROM DRIP EDGE O A MI IMUM OF ALL SITE CONNECTIONS TO BE VERIFIED oo - 24" FROM INSIDE FA E OF EXTERIOR BY CONSTRUCTION SUPERVISOR 12 - P ` WALL HORIZONTALLY) k � ., RP, IMB w 0 I."X9.25"LVL R-38 ATTIC INSULATION B/O '„xft SECOND FLOOR CEILING )%> X X x x x 4 L 2 L 21 2X6 CEILING JOISTS 2XI RIM HEADER WINDOW ROOFING ASSEMBLY: eQ / ASPHALT SHINGLES LIFETIME ARCHITECTURAL n / 6 (HURRICANE NAILING STD) oz f SYNTHETIC UNDERLAYMENT PFS Corporation 5/8" CDX PLYWOOD SHEATHING r r � / z \ o Northeast Region 11 3� I I i 1 1 ` ` � APPROVED -- -----------FLOOR------------------------- - __. _____kki LU521 -2 / LU 210 LU5210 LUS210 2X3 STOP BLOCK FIRST FLOOR CEILING 1 1 Ral1p - 3 -------------- -- 2F OIMB ---- ------------------------=------ 7�22�19 2XI2 FLOOR JOISTS 2XI2 RIM HEADER WINDOW /' Approval limited to FLOOR I CEILING Factory Built Portion z EXTERIOR WALL CON5TRUCTION ,' — JOIST HANGERS SHOWN DRAINABLE HOUSE WRAP PER ASTM E2213 w - TO BE UTILIZED FULLY BLOCKED 1/2'CDX PLYWOOD SHEATHING ,' q., o WHEREVER OPENINGS N (8D BOX NAILS-3'OC EDGE SPACING) , a, cq OCCUR DIRECTLY BELOW o 2%c STUDS AT Ic O.C. I� o — BY FACTORY. �_ R-21 CELLULOSE INSULATION / - O 1/2'GYPSUM DRYWALL °D CD O 15HEETROCK SCREWS e 1'OC) _ 74 CLASS W VAPOR BARTER LATEX OR ENAMEL PAINT "" - MARRIAGE WALL CONSTRUCTION INSULATION OF BASEMENT STAIR ,''¢ 3/8"CDX PLYWOOD SHEATHING ENVELOPE B/O s u 2X3 OR 2XI STUDS AT IC O.C. 3'-2 1/I" z (SEE PLANS FOR WALL TYPE) 1/2"GYPSUM DRYWALL 2X-BLOCKING MIDSPAN FIRST FLOOR _ _ 3/4" LIFE 05B SUBFLOOR R-21 RIGID INSULATION 8 SILL OX --------------- ------------------- TOC BY OTHERS - U5210__ R ______1)-X12 PT_$ILL_PLATE$§__ __, - --- ------- / T i -30 LOOK CAVITY INSULATION B/0 ==u ------ -----ASSUMED GRADE B/O 2XI2 FLOOR JOISTS ---------------- ----------------- - = 1 ----------------------- ----I ------------------------------------ ry - FB OIMB 14)1.5"X9.25'LVL FOUNDATION INSULATION___.; ___ UNFINISHED SPACE BY OTHERS ALL INSULATION 1 FINISHED SURFACES ON THIS LEVEL "- „ ARE PROVIDED 1 INSTALLED FOUNDATION B/0 ► q" m r BY orHERs ro conPLr w/ , '----- APPLICABLE CODE5.(3ASEMENT STAIR CONSTRUCTION B/O I - —-' -r- III' E HUNTIN ON z s THRU MODULES "A" & "B" t /�Oy 3'-1 3/4" r T CONCRETE FOUNDATI FOOTINGS.SUPPORT COLUf1N5.WINDOWS.DO B.INSULATION,STAIRS. RAILINGS.AND FUTUR UILDOUT IS B/O THESE(TENS SHALL LI DESIGNED PERNU L HOMES, INC. - SUPPLIED AND INSHASr AgUtIIgD B/O.STRUCTURAL --------------------�-- COMALL HHIS ODULE L 'gSOSFF RIONTA80VE RRY DRAWN BY DRAWING DATE .T N05651 N �6 .� CHECKED BY REVISIONS __________ Y' 344 FASSETT RD, EAST 625 FAX ) 479 T 75 H04/10/19 OFFICE 802 479 3625 FAX (802) 479 0575 r� 6. y �s ---ltl--,----------------------------------------------------------------- PROJECT%: $$ 10119 HM ELEC 01/18/2019 (CG n9TRUP ll 10N PERM7------------------------------------ "� HIM CONTRACT 5/I 2019 - ----) 8P� SHEET SIZE: 11 x17 HM PERMIT 1/10/2019 tit G"�p+s SITE LOCATION;MARSTON MILLS.(BARNSTABLE) MA SCALEWIND ^ o SSI. CHILDS BUILDING SECTIONS EXPOSUREDCATEGORDl:B40MPH/108MPH DRAWING NO: ILLS PROJECT PROFEONAL OF RECORD SNOW LOAD (GROUND/ASD); 30PSF/25P5F 1/4" = 1'-0" USE OF THESE PLANS WITHOUT WRITTEN PERM155ION FROM HUNTINGTON HOMES INC 15 STRICTLY PROHIBITED SADATACAD\DWG 2019\2019 CAD DWGS\CHILDS.AEC 1. uP ----------------------------- 'w .. , I jGP" Oh LIGHT ------------ 11 i T �. FIF BATH-1 PFS Corporation R Fig R1©P� Northeast Region �' I'-=----- R R r APPROVED w I, n,. a H Rau 3 o DINIrG - r Approval limited to p R ;�; « ----------- Factory Built Portion ' ' J RILL. 36 -off - T-STAY CHIME 71B1°x95•LVL _ �HA9E� ------ " - " - -- - - - - - - - - - - - - - - - - o' '��Od I I sD ! ELECTRIC,4L 5Yf E3OL5 DN ,l INSULATION FOR ' SINGLE RECEF'T $' SiNGLE POLE SWTTCM O TELEVISIO\':RG,)- TV -R.. BA5EMENT STAI,tV - �"DUPLEX RECEPT'. �'3 W_SWITCH © DOOR CNIYE .. .. .. .. -e 1/2 SWITCHED RECEPT $. 1 WAY 5'll%TCN �"` THERMOSTAT fMERC FREE) I -OUAD RECEPT _ $,,EMERGENCY SWITCH Q WOI-IBVO CE WARNNG De}EC :RANGE RECEPT ® WALL HINT PHONE O SMOKE DETECTOR R F2 1 LIVING r^ iv G� a T, GROJNp FAULT 1 TERRUPT® BASE MNT PN0 E 0 EATN F ti/LiGNt No CFM: If(pi OF V '�DEAD-FACE-GFI DEVICE. l ` BEDRODr-1 GF, ' Tv CEILING'MNT L1GNT RECESSED CAN RECE55EC MED CAB P I WALL INDENT uGNT EXTERIOR FLOODLIGHT L T i • JJ X .-M A�tc R R - ... + _ U R', R i T i NRECESS D CAN EMTRF VAC OJTIE YJ C 14 t CEILING FAN 150 LB1 . / R , RECE55_D.CAN agvKF /'. 6D 'UATERPROOF - - 3`- co 1 Z �' �faot D B .ILN#BASEM - - [[ EN. --IQ.AMI -•--- -_• -1 ��-i I/2� c�Iilx� HT. HUNTINGTON - -- 't Cy ------- - ------- C-10 1/2' WINDOW HT. HOMES, INC DRANK BY : DRAri/NG DATE 344 FA55ET7 RD.�QAST MQNTPELIER 1ERMONT 05551 N OW 4 CHECKED BY REL�SIOrvS : ... `i OFFICE (802) 474 3525 FAX (802) 474 0575 RG `04/10/19 IBQ&TON PROJECT: I$. 1 O I 1 9 �y9A HM.ELEC 04/18/2019 CONS7I'RUCCTHONPERMIT � 12 HM CONTRACT 5/l/2019 �] � SST �P4 HM PERMIT 1/10/2019 SHEET-SIZE: 11x17 SITE LOCATION:MARSTON MILLS:(BARNSTABLE)MA SCALE CHILbS FIRST FLOOR ELECTRICAL PLAN ;L1 WIND'SPEED TULT/.ASD):140MPH/108MPH EXPOSURE CATEGORY:B" DRAWING NO: o .I PROJECT PROFESSIONAL OF RECORD 5NOW'LOAD(GROUND/A5D);30PSF/25P5f i�4 i -0'' u USE OF THE5E,'PLAN5 WITHOUT WRITTEN PERM155ION FROM HUNTINGTON HOME5 INC.15 STRICTLY PROHIBITED 5:\DATACAD\DUUG 2019\2019 CAD DWG5\CHILD5.AEC I _ Zb Z 1 I�:15 Pf-M L DNjl SWTC �\ �' r ALL ELECTRICAL IN UNFINISHED — ATTIC MUST BE COMPLETED BY t � � �� A MA LICENSED ELECTRICIAN. REVIEWED. ftc_-PECTED, A4 10 APPROVED BY THE LOCAL BUILDING OFFICIAL. UNFINISHED SPACE I I �AN� INSULATION e -FINISH SU4FACE5THIS LEVEL AR,E PROVIDEDINSTALLED BY OTHERS TO. ' I GOf i•PLY UV/ APPLICABLE CODES, i ALL ELECTRICAL DEVICES n� ARE BY OTHERS: HHI TO PROVIDE CONDUIT FOR HOMERUNS'TO BASEMENT LOCATION ONLY. RB-OIMB 2f l.5'X92$'LVL- E; -- l - ;r 1 r ON ` PFS Corporation Northeast Region r I APPROVED --- - - - -- - --- -- - -- - - - - - - - - -- - - - - -_ = - - - - - - - - - - F1Raup - 3 -r - - = - - - --- = - - -- - - --- - - - - - - - - - - - --- - L -- - - - -- - - -- - -- 7/22/19 I - Approval limited to Factory Built Portion ern (?) I �T WVA a I �)t. .FRomn 3ECO�J Cb+V MM Uuow UNFINISHED 2ND FLOOR IDS` ' °y"` HUNTINGTON FL-2: T-1 1/2' CEILING HT. C-q v4! WINDOW HT. HOMES, INC 344 FASSETT RD, EAST MONTPELIER, VERkONT 05651 QT J� DRAM BY. DRAWING DATE ,Q CHECKED BY REVISIONS -W",4 OFFICE (802).479-3525. FAX (802) 479-05.75 v� RG 04/10/10. BOSTON � PROJECT: U 1 O I 1 9 HM ELEC 04/18/2019 �©�s������®� ��°��� HM:CONTRACT .5/1/2014 SHEET SIZE: 11X17 �Z 6 HM PERMIT 1/10/2019: 3► �� f` r C�ebA SITE LOCATION:MAR5TON.MILL5.(BARNSTABLE)MA SCALE A G !90 ��` WIND SPEED NO/ASDI:14OMPH/IO8MPH CHILDs SECOND FLOOR ELECTRICAL PLAN _ NO. o EXPOSURE CATEGORY:B. DRAWING PROJECT PROFESSIONAL OF RECORD 1%4" - i'-C" SNOW LOAD IGROUND/ASD): 30PSF/�SPSF USE OF THESE''PLANS WITHOUT WRITTEN PERM155ION FROM HUNTINGTON HOMES INC 15 STRICTLY PROHIBITED S:\0,ATACAD\DU1G'201'\201R CAD QWGS\CHILDS;AEC 21rv!►�1J' Cp Zv ' 26Iq A WATER SUPPLY NOTES: 1.ALLPLWATER AND DRAM LINES ARE STUBBED THRU FLOOR ONLY,FOR YIELD • 2.ALL POTABLE WATER LINES ARE TO COMPLY.WITH THE CODE 3.PERODENT O DE TIO PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL 4.ALL VALVES ARE GATE OR ANGLE TYPE CONNECTION TO 1/2" CONNECTION T 1/2 SHOWER HEAD SHOWER HEAD 5.ALL HOSE BIBBS ARE TO COMPLY WITH THE:CODE PLUMBING ACCESS ANTI-SCALD VALVE CONNECTIONS TO L.NO PLUMBING IS DONE IN FACTORY BELOW IST FLOOR,CONNECTIONS BELOW FIRST ANTI-SCALE VALVE FLOOR TO BE BY BUILDER. PANEL ALL SHOWERS ALL SHOWERS FIXTURE 1.FIELD PLUMBING TO BE APPROVED LOCALLY I FIELD TESTED PER CODE BEFORE r` PLUMBING ACCESS CONSEAVING. -PLUMBING 1/2" S.PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING t/2" WHEN REQUIRED.NOTCHING AND DRILLING OF STUDS MUST CONFORM WITH SECTION SHUTOFF R6024 ` CONNECT T0. n-, TUB FIXTURE 1ALVE� 1/2" 'L EQUIVALENT FIXTURE I MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF FINISHED HOT NORMALLY FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. FLOOR 1/2" HOT SHUTOFFSHUT-OFF 10.ANY VERTICAL COPPER TUBING TO BE SUPPORTED�t-0 O.0 BY STRAPPING OR HOT FINISHEVALVE VALVE COLD EQUAL sFuTOF FINfSHED FLOORFLOOR FINISHED I.COPPER DISTRIBUTION SUPPORTS:AT:THE BASE I AT EACH FLOOR NOT VALVE COLD COLD FLOOR EXCEEDING I0t-0 ON CENTER(VERTICAU.MAXIMUM EVERY Li-0(HORIZONTAL). M WHERE CODE PERMITS,SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. . 13. MINIMUM HOT I COLD MAIN SUPPLY LINE.TO BE USED I FOR 20 GPM 0 8 FT.PER SECOND)WITH SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. 14.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH MATERIAL EQUIVALENT TO CONSTRUCTION MEMBERS IT TUB/SHOWER SHOWER OT TUB/WHIRLPOOL/GARDEN TUB PENETRATES AND BE SUITABLE TO PIPE MATERIAL 15.PRESSURE BALAQNCE/THERMOSTATIC MIXING VALVE SHALL BE INSTALLED IN ALL SHOWER AND SHOWER/BATHING FIXTURES TUBS AND WHIRLPOOLS PER IOJO IV. IL.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. 11.SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS I CRAWL SPACES)SHALL BE INSULATED BY BUILDER.THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED NNECTIONS TO AREAS WHERE POSSIBLE PER 10.05.8. K FIXTURE 18.FLOOR JOIST NOTCHES MAY NOT EXCEED I/L OF JOIST NOTCH DEPTH AND MAY WITH DISHWASHER NOT OCCUR IN MIDDLE V3 OF SPAN.HOLES MAY NOT EXCEED I/3 DEPTH OF JOIST CONNECTIONS TO SHUTOFF VALVES CONNECTION TO OPTION ONLY AND MUST OCCCUR 2 IN FROM EITHER SIDE VANITY FIXTU AND WASHER WATER CLOSET 2 1/2 14.SILL COCKS I HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM HOOK UPS BREAKERS IN ACCORDANCE WITH THE CODE 1/2^ JTOFF SHUT-OFF 1/2" _V 1/2„ 20.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. VALVES SHUTOFF SHUT-OFF VALVE 2L ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE HOT. VALVE 1/2" STANDARDS.IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION HOT DURING TRANSIT. FINISHED COLD FINISHED FLOOR' COLD 22.ALL PLUMBING FIXTURES TO BE WTAER CONSERVING. FLOOR COLD HOT SHUTOF COLD VALVE 23.LEAD CONTENT IN SOLDER I FLUX.FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2%. FINISHED FINISHED FLOOR FLOOR OoNNECT To THAT WHENPWATER iS SHUTOFF FOR SHOWER TO OR POSITI SHALL HAVE A VACUUM DISHWASHE BREAKER WHEN UNDER VACUUM(E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH A VACUUM BREAKER. BATHROOM VANITY CLOTHES WASHER NATER CLOSET TCHEN SINK/DISHWASHER/DISPOSAL 2&BATH TABS I.SHOWERS ARE TO BE LISTED/LABELED BY AN APPROVED AGENCY: 26.ANY VERTICAL CROSSLINKED POLYETHYLENE(PEX)TUBING TO BE SUPPORTED 4t-0 TO 5"O.C.BY PLASTIC U-NAILS: PFS Corporation 21.CROSSLINKED POLYETHYLENE(PE)O TUBING DISTRIBUTION SUPPORTS:AT THE BASE I AT EACH FLOOR NOT EXCEEDING 0-0 ON CENTER(VERTICAU.MAXIMUM Northeast Region EVERY 4t-0(HORIZONTALI APPROVED H Raup - 3 HUNTINGTON ,� AAA1�h, 7/22/19 T 1Yy � Approval limited to HOMES 11 1N C. +J1 ,L 344 FASSETT RD, EAST MONTPELIER, VERMONT 05651 I� ��{� DRAWN BY DRAWING DATE Factory BUIIt PO1 lion W99 � CHECKED er REwsioNs OFFICE (802) 479-3625 FAX (802) 479-0575 IBOSTON y RG 04/10/19 A 8. HM ELEC 01/18/2019 C®NSTRUCTHOIq PE`RMET PROJECT: # 0 712 ?6) HM CONTRACT 5/1/2019 I1D) wH'lllT(a SIF-7 SHEET SIZE: 11 x17 la e�PK' HM PERMIT 1/10/2019 SITE LOCATION; MARSTON MILLS.(BARNSTABLE) MA SCALE WND SPEED(ULT/ASD): 14OMPH/108MPH 1�4 = 1'-.0" DRAWING NO: o CHILDS WATER SUPPLY PLUMBING EXPOSURE CATEGORY: B PROJECT PROFESSIONAL OF RECORD SNOW LOAD(GROUND/ASD); 30PSF/25PSF USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOMES INC 15 STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DWGS\CHILDS.AEC • TO 3" VENT TEE- TEE TEE TEE TEE 1/4 BEND DUN NOTES' THRU ROOF L ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. TEE — —— — — — — —-—-—-— — — — — — — —— 2.PITCH ON HORIZONTAL WASTE LINES IS Ve PER FOOT FOR LARGEN THEN 3 DIA PIPE,AND PER FOOT FOR PIPES SMALLER THAN 3 DIA. SAN-TEE 3.WASTE LINES:INSTALL WYE W/CLEANOT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. WASHER (DOUBLE SAN-TEE WITH BACK-TO- KITCHEN SINK 4.PVC-DWV PIPE FOR SUPPORT:AT BRANCHES,CHANGES IN DIRECTION AND AT THE BASE EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM EVERT BOX BACK FIXTURES SAN-TEE 3t-0 AT THE END OF BRANCHES,AND CHANGE OF DIRECTION OR ELEVATION.4 MIMINUM MAIN WASTE TO SEPTIC(BY BUILDER). LAVATORY > > EXCEPT WATER CONTINUOU S.PLASTIC PIPE SHALL PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING.PIPING SHALL BE FIRESTOPPED ACCORDING TO THE UL (FIXTURE INSTAL- CLOSETS) LATION ON VENT I SAN TE I I I WASTE THROUGH PENETRATION FIRESTOP SYSTEMS F-C-2135 FOR 3 OR LARGER OF F-C-2C31 FOR 2 OR SMALLER. , STACK) _ LAVATORY LAVATORY TAIL PIECE FOR P-TRAP 'mom (BACK-TO-BACK OVER FLOW AND WAS L.EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN.STACK FROM BUILDING DRAIN TO ABOVE ROOF. WET VENT THRU INSTALLATION)?2_,- - T ONE VD.E.R. ONLY I STAND PIPE----I -P=TRAP- --/- p-TRA -- - I I OPTION OR 1.ALL TRAP ARMS MUST BE SUPPORTED WITH MINIMUM BEARING. P-TRAP �'= TUB/SHOWER P-TRAP CLOSET ---- SHOWER I B.ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4t-0 HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2 SHALL BE _ -------- --- ' - - SUPPORT AT 3t-0 INTERVALS.VERTICAL PIPE SHALL BE SUPPORTED AT 4t-0. FINISH FLOOR \_ sAN-TEE f 4.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT STUBBED BELOW FIRST FLOOR,THEN CAPPED 1 LABELED. 1/4 BEND 1/4 BEND SAN-TEE J LONG TURN CLOSET FLING LONG SWEEP LONG SWEE 1 P-TRAP LONG BEND 10.HORIZONTAL TO HORIZONTAL 1 VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45 DEGREE WYES LONG SWEEP ELBOWS LONG TEE WYE & 1/4 BEND P-TRAP cAPPEo.FOR LONG SWEEP SEEP TYtS LTH,STH OR ILTH BENDS APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEPO FITTINGS.SHbRT SWEEPS PERMITTED IN FUTURE USE SINGLE BRANCH HORIZONTAL TO VERfiCAL CHANGES IN DIRECTION !ON 3 INCH OR LARGER. 1/4 BEND II.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24 LONG TURN WYE WITH LONG TURN VENT EXTENSION 12.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIPJOINTS.ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR DOUBLE 1/4 BEND SEE NOTE 10 I 1/8 BEND TEE WYE HAVE CLEANOUT OPENING SAME SIZE AS TRAP. - /4 BEND - LONG TURN 13.ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM Of L ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. —�— - ----- - ---- --- --- ----- ---- PIPE INCREASER REDUCER occuRs MIN 12' BELOW . 14.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE:I PIPE=Li-O.2 PIPE=St-0;3 PIPE=12t-0 HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS ROOF; 24" RI) 15.PLASTIC PIPING SHALL BE PROTECTED WITH It GAUGE STEEL.PLATE WHEN.PIPE PASSES THRU WOOD MEMBERS LESS THAN I V4 INCHES FROM EDGE (SEE NOTES #10) OF.MEMBER. IL.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. rL NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN(DIRECTIONAL)FITTING. ---- ---- It FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE 1 NOT CONNECT INTO SECOND FLOOR DRAIN STACK. _ DOUBLE FIXTUR DOUBLE WYE WYE WITH LONG TURN FITTING WITH 1/8 BEN 1/8 BEND TEE WYE 14.POTABLE WATER SYSTEM SHALL BE DISINFECTED BY ON-SITE BUILDER PER SECTION I0U4. - 20.3 RADON VENT PROVIDED CAPPED AND LABELED AS RADON ONLY.IF REQUIRED TO BE USED MUST BE VENT INDEPENTLY OF DWV VENTING SYSTEM. 1/4 BEND -(LONG SWEEP OR PFS Corporation ion i 1/8 BEND SHORT SWEEP TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING 1 1/2" SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN TUB VENT COMPLIANCE WITH STATE CODES (SEE NOTES #10) DRAIOVERFLOW DRAIN Northeast Region 2' F -\'``q LONG TURN 1 x3 APPROVED FINISHED 2•• LONG TURN 1/8 BEND FLOOR SAN. TEE FINISHED DRAINS TO T RAIN TUB D 2" TRAP H Raa - 3 FLOOR NON-HAZARDOUS _ P LOCATION 7. FINISHED FLOOR / Z I 1 1/2" TRAP ,�2 � 9 / WASHER V✓ATER HEATER PAN USED WHEN CRAWL TUB/SHOWER CLOTHES WASHER SPACE OR USED WHEN EITHER IS INSTALLED ON 2ND FLOOR Approval limited to 3/4" DISHWASHER DRAIN LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 1 1/2" VENT Factory Built Portion SECURELY FASTENED 2"BOW VENT 3" MAIN VENT TO COUNTER OR WALL PER MANUFACTURERS INSTRUCTIONS & W.C. VENT 3" VENT GARBAGE 18" MINIMUM - SINK DRAINS DEL. BRANCH VENTS 1 1/2" VENT 2" VENT SINK DRAINS AS REQUIRED DISPOSAL - 2" SAN. SHOWER - • 2" VENT FOR DISH- SAN. TE SAN. TE TEE /ANITY 1 1/2" DRAT DISHWASHER FUTURE BASE- DRAIN WASHER FINISHED DRAIN LINE MENT FIXTURES SAN. TEE 2" P_TRgp FINISHED DISHWASHER FLOOR 1 1/2'• SIN. 2. FINISHED FLOOR FLOO 1 1/2" DRAIN LINE `j' - 2^ TRAP TEE FINISHED 1 1/2" FINISHED FLOOR WYE-BRANCH 2" TRAP FLOOR TRAP 1 FITTING KITCHEN SINK/DISHWASHER/DISPOSAL 2" TRAP KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL ISLAND VENTING WATER CLOSETS &MAIN VENT BATHROOM VANITY SHOWER HUNTINGTON HOMES!,, INC. DRAWN BY DRAWING DATE 344 FASSETT RD, EAST MONTPELIER, VERMONT 05651 N 5 0 " CHECKED BY REVISIONS W"V OFFICE (802) 479-3625 FAX (802) 479-0575 BOSTON RG 04/10/19 PROJECT: 4 I O 1-1 9 A 6 HIM ELEC 04/18/2019 CONSTRUCTION lPICRI\YUT y HM CONTRACT 5/l/2019 �I�.���CC� SF_°II` SHEET SIZE: >>Xi 7 HM PERMIT 1/10/2019 SITE LOCATION; MARSTON MILLS,(BARN5TABLE) MA SCALE • CHILDS EXPOSURE B40MPH/IOSMPH DRAWING NO: DOMESTIC PLUMBING VENTING 1,4" - ,'_o" PROJECT PROFESSIONAL OF RECORD SNOW LOAD IGROUND/ASDI; 30PSF/25PSF USE OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM HUNTINGTON HOMES INC IS STRICTLY PROHIBITED S:\DATACAD\DWG 2019\2019 CAD DWC,S\CHILDS.AEC i